Experimental Investigation on Square High-Strength Concrete Short Columns Confined with AFRP Sheets-Reference-Cited by-同舟云学术

Experimental Investigation on Square High-Strength Concrete Short Columns Confined with AFRP Sheets

Published:2010-06 Issue:3 Volume:14 Page:346-351
ISSN:1090-0268
Container-title:Journal of Composites for Construction
language:en
Short-container-title:J. Compos. Constr.

Author:

Wang Yuan-feng¹²,Wu Han-liang¹²

Affiliation:

1. Professor, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China (corresponding author).

2. Ph.D. Candidate, School of Civil Engineering, Beijing Jiaotong Univ., Beijing 100044, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,Building and Construction,Civil and Structural Engineering,Ceramics and Composites

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CC.1943-5614.0000090

Reference9 articles.

1. American Concrete Institute (ACI). (2002). “Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures.” ACI-440 Detroit.

2. High-strength concrete columns confined by low-volumetric-ratio lateral ties

3. Restrepo J. I. and De Vino B. (1995). “Enhancement of the axial load carrying capacity of reinforced concrete columns by means of fiberglass-epoxy jackets.” Proc. Advanced Composite Materials in Bridges and Structures II Canadian Society for Civil Engineering Ottawa Canada 547–553.

4. Axial Testing of Rectangular Column Models Confined with Composites

5. High-Strength Concrete Columns with Square Sections under Concentric Compression

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